CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations

被引：0
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作者：
A. I. Polishchuk
A. A. Tarasov
机构：
[1] Kuban State Agrarian University,
[2] Tomsk State University of Architecture and Construction,undefined
来源：
Soil Mechanics and Foundation Engineering | 2017年 / 54卷
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摘要：
The result of experimental studies of the operation of CFA piles in weak clay soils arranged for the foundations of renovated buildings are presented. A method using data on the auger impressing force and the physical-mechanical characteristics of the soils around the shaft of the CFA pile is proposed for calculating the carrying capacity of the soils.
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页码：38 / 44
页数：6
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